HomeMy WebLinkAboutBuilding Permit 06-0697 Pool
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
(P. Ztp. Ob
~::e ~~y I PERMIT NO.O'fe,. (/ 122 I
3. Yellow Applicant U/ -/ _ .
S8SS
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
ZONING (office use)
PID
~=R l~~~ CSt\\ocLU~~T~ 'l\<i
(Phone) 95;)..- 2';)10. ~
M~
(Address)
TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing
OAddition OAlteration OUtility Connection
ORe-Siding
OLower Level Finish
CODE: OI.R.C. OI.B.C.
Type of Construction:
Occupancy Group:
Division:
I
E
IT
F
1
IDlY
H I
2 3
V
M
4
A
B
x
Signature
Permit Valuation
4
$ l
$
$
$
$
$
$
$
Plan Check Fee ~S1o
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
o Fireplace
OMiSC:HI'dd~tU Ouks POOL- Ilia/JV
u 00
PROJECT COST /V ALUE $ .., OCO, cx:::rJ. -
(excluding land)
A
R
5
B
S U
rz- 000,.
000. ~
'10 20 .~<o
No. SZ4-/8
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued. Q .
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the
above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revoke . permit fi 'ust cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
lQJ~Io)Cfo
Date
Contractor's License No.
Park Support Fee
SAC
.~ O. ~
lS-S"o
Size 5/8"; I";
Water Meter
Pressure Reducer
Sewer/Water Connection Fee, '>(10 #
Water Tower Fee \ 000 #
Builder's Deposit
Other
8
B
~
Special Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
L::-J
1. Blue File
2. Gold City
3 . Yellow Applicant
CITY OF PRIOR LAKE PLUMBING PERMI
~L
and' at bottom)
HI DD~J' Ol\-,(S m I i~~I.....€.. -;::::Cf~OOL
1~23~S, h'::::>~ \='0l"TE- ~"b ~L
ADDRESS
ZONING (office use)
~I
LEGAL DESCRIPTION (office use only)
LOT BLOCK
ADDITION
PID 2.5.93(,. 07+.6
OWNER -r <:. \'....
(Name) ~~'-...J
,ICJ
(Address) "jS"1S l.JEST I~~ ~~'CE.T "?O.
APPLICANT
(Name )fY\ If, (\ t: -rD 1I l:::.AI='Lu rn. 13Ml (:,
(Address) ~dO ct\lUti:- ~n2.~fT S ~.O.
I
(Address)
'be
~
.::c nC.
.~A / n30
I
(Contact Person)
'1<-1
APPLICANT SIGNATURE
Quanti
g
.eJ
~
I
I
~ FEE SCHEDULE
Industrial~nulti-familY 1% of job cost with a $39.50 minimum
Estimated Cost $ ~ IdS. D d-. (P
.
<t
PLUMBING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
(Phone)
~ L~?:Fi ~l%~ (YI"
(Phone) IlotJ-CJ7 d_clllf J
')) t).-A-ry) n'n '- C:;s?;;lg
(City)' (Zip Code)
(Phone) -7 /Q '3r Cj -l~- q / ~ I
DATE g-IO-dilllo
e of Fixture
Machine)
Residential, New One & Two-Family $99.50
Residential, Additions & Alterations ::O""G&;I~::~\
Building Permit # c,-' ~c,.- ,. ,.If"''''/
(l,f,-t.i 0, II , 6 '
4f _~
$
$
$
Id SO. d.(o
.50
I 3-SD. "7/0
paid/, Z 50. 76 Receipt No. 528/"
Date /L. Z2..,d I, By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714
.
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
Division of Construction Codes and Licensing
REPORT ON PLANS
Plans and specifications on plumbing: Hidden Oaks Middle School Pool Addition, 15855 Fish Point Road SE,
Prior Lake, Scott County, Minnesota, Plan No. 075126
OWNERSHIP:
Independent School District No. 719, c/o Mr. Tom Westerhaus, Superintendent, P.O. Box
539, Prior Lake, Minnesota 55372-0539
SUBMITTER(S): Wold Architects and Engineers, 305 St. Peter Street, St. Paul, Minnesota 55102
Plans Dated: June 14,2006; Addenda Nos. 1 and 2
Date Received: July 18, 2006
Date Reviewed: July 27,2006
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy oftbe approved plans and specifications sbould
be retained at the project location for future reference.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility ofthe contractor/installer to notify the Minnesota
Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an
area where there is no local administrative authority is ready for an inspection and test. To schedule inspections,
contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889.
REQUIREMENT(S):
1. The 3-inch drain branch is undersized. A maximum of 32 drainage fixture units may be served by a 3-inch
drain branch (see Minnesota Rules, part 4715.2310, subpart 2). Verify that the drain branch is increased to
at least 4 inches in size after serving the shower and 15 floor drains. A 4-inch cleanout must also be
installed where the drain branch increases in size from 3-inch to 4-inch.
2. The plan shows two 3-inch floor drains served by a 2-inch drain branch. The size of drainage pipe cannot
decrease in size in the direction of flow (see Minnesota Rules, part 4715.2420, subpart 3). Verify that the
drain branch serving the floor drains are at least 3 inches in size.
3. The floor sink (FD-3) in Room 119 and the 4-inch floor drain (FD-4) in the Pool Mechanical Room must be
individually vented in accordance with Minnesota Rules, part 4715.2620, subpart 4.
4. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is
done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals
shall not exceed one year, and records must be kept. All devices must be tested after initial installation to
t,
Hidden Oaks Middle School Pool Addition
Plumbing
Plan No. 075126
Page 2
July 27, 2006
assure that debris from the piping installation has not interfered with the functioning of the device. The
devices shall be overhauled at least once every five years. The installation of new backflow preventers must
be at least 12 inches, but not more than 6 feet above the fmished floor or ground level.
5. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the
pipe and cement (see Minnesota Rules, part 4715.0810, subpart 2).
6. The specified D3034 PVC building sewer must be installed in accordance with ASlM Standard D2321 (see
Minnesota Rules, part 4715.0530).
7. This plan review is for the plumbing systems only. Separate plans and specifications for pools must be
submitted to the Minnesota Department of Health along with the appropriate plan review application and
fee. For additional information, please visit the Minnesota Department of Health pool web site at
www.health.state.mn.us/divs/eh/oools or contact Mr. Steve Klemm at 651/201-4503.
NOTE(S):
1. The scope of this project consists of the addition to an existing building. The plumbing installation includes
a water closet, lavatory, electric water cooler, showers, floor drains, floor sink, emergency eyewash/shower,
wall hydrants, hose bibb, service sink, roof drains, and catch basins.
2. This addition will be served by new municipal water and sewer service connections.
Authorization for construction in accordance with the approved plans may be withdrawn ifconstruction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
GO~: ~
JMcC
Public Health Engineer
Plumbing and Engineering Unit
443 Lafayette Road North
S1. Paul, Minnesota 55155-4343
651/284-5881
CAE:cac
cc: Wold Architects and Engineers /
Independent School District No. 719
Mr. Robert Hutchins, Building Official
Minnesota Department of Education
Steve Klemm, Minnesota Department of Health
File
I. Pink File
2. Green City
3. Yellow Applicant
ZONING (office use)
CI
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONINGIFIREPLACE PE
ADDRESS
00 I.-
jY\1;::::,DlL ~~)L
tl84~'f"''l 'l<~ ~c
LEGAL DESCRIPTION (office use only)
\
LOT
BLOCK
ADDITION
PI zS: 9.3". d7+' ()
OWNER
(Name)
'IS t::>
(Phone) lI.o3--QjJ.ft',8 J
(Address) jS7S
L2,~ ~AU PL-,f
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, I
~~;~~AN~ d) nfTD n tA 'rpLJ tY\61nG -:me (Phone) --7f.o ~-- q7J-J-11 g I
(Address) CS'do c?(o'C~. STi:.f?~'i ~, ?O,&)J( J()15() c1:'Jt:,LA-n<\ ((\/\ !sS'~~g
(Address) I '(City) (Zip Code)
(Contact Person) R..(~T711 . 'Dr ~EJL (Phone) I!o,~'" q7J-- Cjlg I
APPLICANT SIGNATURE DATE g-/().-OlCfJ&
ZNEW CONSTRUCTION o REPLACEMENT o AL TERA TIONS
FURNACE MAKE AND MODEL FUEL
FLUE SIZE RETURN OPENINGS INPUT OUTPUT
TYPE OF SYSTEM HEATING OR POWER PLANT
PLEASE NOTE: Air Conditioner
DWarm Air Plants o Steam Units and Fireplaces Cannot Encroach
o Gravity ~ot Water into Required Side Yard Setbacks.
~MeChaniCal Radiation
Air Conditioning o Special Devices Fireplaces with Box Additions or
DVent. System o Other Devices Cantilevers to the Outside of Buildings
Require a Building Permit.
FIREPLACE MAKE AND MODEL
APPLICANT PLEASE COMPLETE BELOW
Industrial, ~ Multi-Family
Residential, Heating & AlC (New Construction)
Residential, Heating Only (New Construction)
~SCHEDULE
(.1% of iob ~t ) Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
$39.50
Estimated Cost $ lIef /1,+.-\ .06 Building Permit #
I
$39.50
$39.50
~ .I~.O(,
~O #~tJ S~)
.j5(11 ~
,
REA TING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$
$
$
11Q"d-.\
.50
[/9'0',1
Paid /79 't 7 /
Dat1Z. 2 Z. 0 G,
Receipt NOoS2fj It:;
By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
Date Rec'd
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
I. Green File
2. Yellow City
3. Gold Applicant
s-s-
c1
I ZONING(-~) I
LEGAL DESCRIPTION (office use only)
LOT BLOCK
ADDITION
PID
OWNER (j)
(Name) \' f' ; 0 V" la/:.e
(Address) l5~SS- i=' iJ~ fo;.....~ Rd
(Address) (City)
(Phone)
(Zip Code)
APPLICANT \..J . I ~ J'
(Name) ~CU WfVf'r 'J ~W'<.,-
(Address) 110 0 1Jo"'1-t.Ia~ Cl,"'c/~
(Address)
(phone) liD 1..SS7-'103~
BrClO U~ ~~ A- ~ )...J
(City) (Zip Code)
(Contact Person)
-:!c.c~
(Phone)
DATE g- I-o<P
APPLICANT SIGNATURE
APPLICANT PLEASE COMPLETE BELOW
Size of water service -3..- inches.
Location of any couplings from stru. cture--= feet.
Type of sewer pipe. 0 ABC ~ PVC 0 Cast Iron
Estimated length of sewer line 104>' feet. .
Clean out (if required) located at feet from structure. 1'1 tis
FEE SCHEDULE
Residential sewer and water line connection $35.50 Industrial, Com'l & Multi-family 1% of job cost with a $39.50 minimum
Sewer connection only $17.50 Water connection only $17.50
Estimated Cost $ l;l~ SOd
Building Permit #
SEwpR AND WATER PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$ \2'\0. -
$ .50
$ 1'Z..~O
?A'-L-B.? ~/Z-J;~
(Office Use Only)
This Application Becomes Your Building Permit When Approved Paid
i{r/D<O
uil ing .- Date
C?
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONING/FIREPLACE PERMIT
Date Rec'd
I/.Z.O(,
J /JV. :/I 4ozG?
I. Pink File
2. Green City
3. Yellow Applicant
-.SE
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
OWNER If () f I I /
(Name) J.j I'd de.-J Cd.b JJU~aI'IL "S:.a.h oe I
(Phone)
PIDZS.'fJ'. t)7~. ()
(Address)
(
I
APPLICANT !
(Nametjn:,J /' j11~Jr~J.t: J4-.
(Address) ;::;r:;.f A
'.90 Nt" Ve..N'f/'t:
(Address)
(Phone) bsl, ~8? - eJ. 7cJc:J
SJ: PaA I ~-<:~J/ 7
(City) (Zip Code)
(Phone) M'I- c:J!7--d 7o?~
DATE 10 - __yO - 6?
NT PLEASE COMPLETE BELOW
N 0 REPLACEMENT 0 AL TERA TIONS
FUEL
(Contact Person)
FURNACE MAKE AND MODEL
FLUE SIZE
RETURN OPENINGS
TYPE OF SYSTEM
INPUT
HEATING OR POWER PLANT
o Steam
o Hot Water
o Radiation
o Special Devices
o Other Devices
OWarm Air Plants
OGravity
f&1 Mechanical
OAir Conditioning
OVent. System
FIREPLACE MAKE AND MODEL
Industrial, Commercial & Multi-Family
FEE SCHEDULE
I % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
Residential, Heating & NC (New Construction)
Residential, Heating Only (New Construction)
Estimated Cost $ ~(!)
HEATiNGPERMITFEE
STATE SURCHARGE
TOTAL PERMIT FEE
Building Permit #
$ ~..s-(j C)
$ ,
$ 1 $'~O
Paid 1;.5.5a.Oo
Datell. 2. 7~ DG
.50
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
OUTPUT
PLEASE NOTE:
Air Conditioner Units
Cannot Encroach into
Required Side Yard
Setbacks
$39.50
$39.50 ,~,
$39.50 1tf4; 1/,
'f)' f'0
f/P ~,O" j/itd
". ,,J
Receipt No. S ZI 17
By
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
1. White File
2. Pink City
3 Y oIlow Applicant
I =~; priut.... '!P .!L......) 5 (3;
/5~~_,F/~,H P(l/~~h.o
fZONINGC--' I
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID 25. 93&. 07~. 0
I OWNER
(Name)
(Address)
(Phone)
BUILDER
(Company Name)
(Contact Name)
(Address)
(D') AtY> Fv<e.. PIC fecNJI
C l ,If Y
Ie; A,;~ ) D t /J<:
(phone) 7 ~ S - L)J/) ':J:2 70
(Phone)
S" Y.:Do
TYPE OF WORK. 0 New Construction ODeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
9:Addition OAlteration OUtility Connection 0 Misc.
CODE: DI.R.C. DI.B.C.
Type of ConstIUction:
Occupancy Group: A B
Division:
I
E
n
F
I
ill IV V A
HIM R
2 J 4 5
B
S U
PROJECT COST /V ALUE S
(excluding land)
3 () ,.15'8; 00
,
I hereby cenify that I have furnished information on this application which is to the best of my knowledge true and correct. I also cenify that I am the owner or authonzed agent for the
above-mentioned property and that aU construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed mspections.
#/~ C6~
. 19nature Contractor's License No.
x
/;2 -b 'ot
Date
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
$
S
$
$
$
S
$
$
Building Pennit When Approved
I
Park Support Fee
SAC
#
#
$
$
$
$
$
$
$
$
$
5Z.BZ.S
ThIS IS to cenify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requL'Sted. This document
when signed by the City Planner constitutes a temporary Cenificate of Zoning compliance and allows construction to commence. Before occupancy, a CLTtificate of Occupancy must be
issued
Planning Director
Water Meter Size 5/8"; I";
Pressure Reducer
Sewer/Water Connection Fee
Water Tower Fee
Builder's Deposit
Other
TOTALDUE ~
#
#
Date Special Conditions. if any
24 hour notice for all inspections (952) 447-9850. fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake. MN 55372
I Paid
Date
~i~ No.
a01?1, t:f /1
/. . ()
PRIOR LAKE
INSPECTION RECORD
DEPARTMENT OF
BUiLDING AND INSPECTION
"4
SITE ADDRESS F(SH PO(~ t<~t:>
NATURE OF WORK ~
USE OF BUILDING p~ t::O t lDN
PERMIT NO. ~ -~.., -, DATE ISSUED
CONTRACTOR ~?cp~Pr' ~. PHONE S -Sl>l. 5~o!>
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR
DATE
FOOTING
FOUNDATION (Prior to Backfill) (,
PLACE NO CONCRETE UNTIL ABOVE HAS BEE
ROUGH - INS
SEWER I WATER
FRAMING
INSULATION
ELECTRICAL
PLUMBING ~"" ~
HEATING (if required)
.&11111111&_ __I
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
F\~ Su-?P~$Ct::>N
,.
07
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
PLUMBING UJC-
HEATING "'-lC
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE .. ·
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be placed near main entrance.
FOR ALL INSPECTIONS (952) 447-9850
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
Division of Construction Codes and Licensing
REPORT ON PLANS
Plans and specifications on plumbing: Prior Lake Bus Garage, 5823 Granite Court, Prior Lake, Scott County,
Minnesota, Plan No. 076635
OWNERSHIP:
SUBMITTER(S): Bergman Plumbing, Inc., 21181 Xeon Avenue, Jordan, Minnesota 55352
Plans Dated:
Date Received: February 12,2007, February 8, 2007
Date Reviewed: February 15,2007
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set of the identified plans and specifications is being returned to Bergman Plumbing, Inc. Enclosed is a copy
of the report and transmittal letter to be forwarded to the project owner.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota
Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an
area where there is no local administrative authority is ready for an inspection and test. To schedule inspections,
contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889.
REQUIREMENT(S):
1. The plumbing plans were reviewed for this project and it has been determined that the submitted fee is
incorrect. There are two roof drains which requires a minimum $150 fee for the storm drainage system.
Since you have decided to accelerate the plan, which requires a double fee, you must submit an additional
$300.
2. There does not appear to be overflow roof drains on the three new additions. Overflow roof drains shall be
constructed in accordance with Chapter 1305.1503 of the Minnesota Building Code.
3. The location of the flammable waste interceptor is not shown on the floor plan. If the outlet branch drain
serving the flammable waste interceptor is more than 25 feet from a vented drain, then the discharge line
must be provided with a 2-inch vent pipe within 25 feet of the interceptor (see Minnesota Rules,
part 4715.1120). '
Prior Lake Bus Garage
Plumbing
Plan No. 076635
Page 2
February 15,2007
4. A water seal is not permitted in the catch basins discharging to the flammable waste interceptor (see
Minnesota Rules, part 4715.1120). The drains must be constructed so that no flammable waste will be
contained within the vessel and they will be allowed to drain dry.
5. Urinals equipped with flush valves must be provided with a o/.i-inch minimum water supply branch (see
Minnesota Rules, part 4715.1730, subpart 2).
6. Faucets equipped with threaded hose connections must be provided with approved backflow preventers.
This shall include the mop sink faucet and the sill cock.
7. Equipment used for heating water or storing hot water shall be protected by approved safety devices in
accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. Verify that a pressure and
temperature relief valve exists.
8. Full-way valves must be provided at all locations described under Minnesota Rules, part 4715.1800,
including the following locations:
a. At the water service entrance to the building.
b. On the discharge side of the water meter.
c. On the cold water supply line to the water heater.
9. Water closets in public bathrooms must have elongated bowls with open-front seats. The maximum water
volume per flush of a floor-mounted water closet shall be 1.6 gallons. Water closets shall comply with
American National Standards Institute A112.19.6--1990 (see Minnesota Statutes, Section 326.37, subpart 2).
10. pve plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D 2665,
D 2949 or F 891 (see Minnesota Rules, part 4715.0570 through part 4715.0600).
11. The copper water distribution piping must meet ASTM Standard B 88 (see Minnesota Rules,
part 4715.0520).
12. The installation of a cross-link polyethylene (PEX) tubing system was specified for the water distribution
system. If all of the following requirements cannot be met, the materials used for the water distribution
system must comply with Minnesota Rules, part 4715.0520:
a. The system must comply with ASTM Standard F877 andF876.
b. The system must be installed by a plumber trained by the manufacturer of the particular PEX system to
be installed. Certain manufacturers require installation by licensed plumbers who have been trained to
install their material.
c. All persons installing PEX materials shall have a card on their possession documenting completion of
training by the manufacturer or his agent for the material to be installed.
d. The tubing and fittings must be marked as required by the applicable standard specification and with the
appropriate ASTM designations by the manufacturer.
e. The installation must be in accordance with the manufacturer's installation guidelines.
13. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250.
Prior Lake Bus Garage
Plumbing
Plan No. 076635
Page 3
February 15,2007
14. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820.
NOTE(S):
1. The scope of this project consists of constructing a new building. Installation includes two roof drains,
three garage trench drains, a flammable waste interceptor, a water heater, a wall hydrant, floor drains, a mop
sink, a counter top sink, and three restrooms. .
2. The building is served by new municipal sewer and water services.
3. The plans and specifications were prepared by a licensed master plumber. The plumber who has prepared
the plans is the only one that can use the plans for construction. If another plumber is contracted to install
the plumbing, they must submit their own plans and specifications for the project.
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not he made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
Approved:
/" r". I
(,r:.'."~.\.i 1
. U "- \--t-r'.~
Corey A. Frain, P.E.
Public Health Engineer
Plumbing Plan Review and Inspections Unit
443 Lafayette Road North
81. Paul, Minnesota 55155-4343
651/284-5882
CAF:ss
cc: ProjectOwner
Bergman Plumbing, Inc. I
Mr. Robert Hutchins, Building Official..
File
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
ADDRESS
Date Rec' d
I White
2. Pink
3 Yellow
File
City
Applicant
o "l-e>z., fa
ZONING (office use)
e/
/5855 fiSH P~/NT "u;AO
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
OWNER
(N ame)
I
7/q / ?tJOL
/
ISO
(Address)
PID z.s:.
~". 07+; 0
(Phone)
BUILDER
(Company Name) /'1/IVA/B7lJIVJ::::A I'l-VI'14IN<f
(Contact Name) 5 T U
(Address) ZO Jf!./n .sr: s.
(Phone)
(Phone)
~
/~ ?7Z. 9/8/
TYPE OF WORK o New Construction ODeck OPorch ORe-Roofing
OAddition OAlteration OUtthty ConnectIOn
CODE: DI.R.C. DI.B.c. ~tSC
Type of Construction: I II III IV V A B
Occupancy Group: A B E F H I M R S U
Division: I 2 3 4 5
ORe-Siding OLower Level Finish 0 Fireplace
....3 II 1'1 e;:rE:.Ie..
PROJECT COST/VALUE $
(excluding land)
plication which is 10 the best of my knowledge true and correct. I also certify that I am the owner or authoflzed agent for the
conform to all existIng state and local laws and will proceed in accordance with submitted plans. I am aware that the building
re, I hereby agree that the CIly official or a designee may enter upon the property to perform needcd InspectIOns.
Permit Valuation
Permit Fee $
Plan Check Fee $
State Surcharge $
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
Contractor's License No. Date
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; I"; ...3 $ s: ()Z.4-.
Pressure Reducer $
Sewer/Water Connection Fee # $
Water Tower Fee # $
Builder's Deposit $
Other $
~t:- at::-
This IS to ccrtify that the requcst in the above applicatIOn and accompanying documents is in accordance with the City Zoning Ordinance and may
whcn signcd by thc City Planner consl1lutes a temporary Certificate of Zoning compliance and allows construction 10 commence. Before occ ncy, a
issucd
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
4646 Dakota Street Prior Lake, MN 55372
Special Conditions, if any
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Jun 05 2007 7:51AM
HP LASERJET FAX
9528829828
p. 1
CITY OF PRIOR LAKE BUILDING PERMIT I
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
(p, s: 07
Date Rec'd
I. Whh. FlI.
~. Pin, Cily
3. Yellow Appliunt
~/L-e Wi Ot:,.O~97
PERMIT NO. 0704130
ADDRESS
/ t K55
ZONING (otllce. use)
el
HOMS POOL
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID z5.
I OWNER
(Name)
(Address)
(/r /0 r"
L~kL
5<'..~Df) I
7/9
(phone)
BUll.DER
(Company Name)
(Contact Name)
(Address)
(Phone) 95:1- fr2.- 9~;)' ~
(Phone) & / 'L- 77().. '7 tJ I
~ '$'177
TYPE OF WORK g ~ Construction ODeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
~ddition DAlteration DUtility Connection
CODE: DI.R.C. Dr.B.C.
Type of ConstruC1ion: I
Occnpancy Group: A B E
Division:
o Mise:
AL17JeI'1
n mIVVAB
FBI MRSU
1 2 3 4 5
PROJECT COST/VALUE $ /0, ()"I>. 00
,
(exclucling land)
[ hereby cerlil'y that llu.vc: furnished information on this application which is to the best or my knowledge. trUe and correct. I also certify that [ am the owner or authorized agent fer the
above.menlloned property and that all construction will conform to all ewting state and local1a.ws and will proceed ill a.ccordance with submitld plans. I am aware that the building
ollicial can J't . permit for just cause. Furthermore, I hereby agree that the city official or a desiglle.e may enter upon the property to perform needed Inspection.!.
X /:/1 tJ/o 1 / ~SI/t' 7
Sign e Contractor's License No. Date
Pennit Valuation /0 Park Support Fee # $
Permit Fee $ SAC # $
Plan Check Fee $ Water Meter Size 5/B"; 1"; $
State Surcharge $ Pressure Reducer $
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer & Water Permit Fee $ Other $
$ TOTAL DUE ~[) (P./.3 _ 0 $
This ~ I ~;ceiPt No.
D~te.
This is to c:c:rd1jI WI the request in tlIe above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed IS requested. This document
when signed by the City Plannct COIl!tilutes a temponuy Certificate of Zoning compliance and allows construction 10 commence. Before occupancy. a Certificate ofOccupmq must be
issue d.
Planaing Dlrec10r
Oat.. Special ConditiO<llS, lrany
24 hour aotlce tor alllalpections (952) 447-9850, fax (952) 447-4245
Contractor's Material & Test Certificate for Aboveground Piping
PROCEDURE
Upon completion of work. inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall
be conected and system left in seNice before contractor's personnel finally leave the job.
A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is
understood the owner's representative's signature in no way prejudices any claim against .contractor for faulty material, poor workmanship, or failure to
comply with approving ,authority's requirements or local Ordina~ I' 1..,-., w7
PROPERTY NAME: H i Drx1\ ( '"n..1( -; \ex.::x. KU lL IbJ(TE I '( Q \ A ~ .N( '{)-t- NJ
PROPERTY ADDRESS: :~:::.~~ IJ.'X- -:A-ll~C>'- 'k~vf' (~ tllO<' ( ate.. W c<0- ~:t~
ACCEPTED BY~PROVING AUTHORITIES: ~I" i () r ( rJ. V (J _~ (' e... I{ Cl I'::~ L
ADDRESS: Vr- I {'~(' I 1'", V ~
PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS I8lYES DNO
EQUIPMENT USED IS APPROVED I8IYES DNO
IF NO, EXPLAIN DEVIATIONS
INSTRUCTIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS
TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE
OF THIS NEW EQUIPMENT?
IF NO, EXPLAIN
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES:
1. SYSTEM COMPONENTS INSTRUCTIONS
2. CARE AND MAINTENANCE INSTRUCTIONS
3. NFPA25
ENTIRE BULDING
I8IYES
DNO
I8lYES
I8lYES
I8IYES
I8lYES
DNO
DNO
DNO
DNO
LOCATION
SPRINKLERS
MAKE
/(vCf'-J
l'~Cn
I
MODEL
YEAR OF
MANUFACTURE
SIZE
101-
YOl.
QTY.
6$
3.3
TEMPERATURE
RATING
-fY-:7e.8-0/)(liOh-l- q:t
-t<( 4/!...f::r /-LI') 'f:.p /1-1 c...;;:;
/Ss-
/0S-
PIPE AND
FITTINGS
Type of Pipe ./. /) /2 ~ I/o
Type of Fitlins... --<..... L k.. /0 , Y L 0.IX. c;:)'fY'Tj Y /r1/-t1/.nc.::::>
MAXIMUM .~~ TO OPERATE
ALARM DEVICE THROUGH TEST CONNECTION
ALARM VALVE OR
FlOW INDICATOR
TYPE
FLOW INDICATOR
MAKE
POTTER
MODEL
VSR-F
MIN
n
SEC
1..""')(" J
MAKE
DRY VALVE
MODEL
SERIAL NO.
MAKE
Q.O.D.
MODEL
SERIAL NO.
DRY PIPE
OPERATING TEST
10 0.-
TIME TO TRIP
THROUGH TEST
CONNNECTION*
MIN SEC
WATER
PRESSURE
PSI
AIR
PRESSURE
PSI
TRIP POINT
AIR PRESSURE
PSI
TIME WATER
REACHED
TEST OUTLEr
MIN SEC
.
ALARM
OPERATED
PROPERLY
YES NO
WIO
Q.O.D.
WITH
Q.O.D.
IF NO, EXPLAIN
LOCATION MAKE & SETTING STATIC PRESSURE
& FLOOR MODEL
RESIDUAL PRESSURE
(FlOWING)
FLOW RATE
PRESSURE
REDUCING
VALVE TEST
N1A
~
INLET (PSI) OUTlET (PSI) INLET (PSI) OUTLET (PSI)
FLOW (GPM)
OPERATION: DPNEUMATlC o ELECTRIC "HYDRAULIC
PIPING SUPERVISED mYES DNO DETACHING MEDIA SUPERVISED DYES DNO
DOES VALVE OPERATE FROM THE MANUAL TRIP ANDIOR REMOTE ~ ' DYES DNO
CONTROL STATIONS 1\ _ -
DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO, EXPLAIN
PREACTlON FOR TESTING
VALVES DYES DNO
NIA
DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO
MAKF unncl .-. FA~F
YES NO YES NO MIN SEC
HYDROSTATIC: Hydrostatic test shall be made at not less than 200 psi (13.6 bars) for two hours of 50 psi (3.4 bars) above sialic pressure
in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during teslto prevent damage. All
Aboveground piping leakage shall be stopped.
TEST
DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test
pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours.
ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR ...2.....HRS IF NO, STATE REASON
DRY PIPING PNEUMATICALLY TESTED I&IYES DNO NO DRY VALVE
EQUIPMENT OPERATES PROPERLY DYES 1&1 NO
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM
SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR
~STlNG~YSTEMS OR STOPPING LEAKS?
YES NO
DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST CONNECTION
TESTS TEST SUPPLY TEST CONNECTION:k2 PSI CONNECTION OPEN WIDE t2QPSI
UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO
SPRINKLER PIPING.
VERIFIED BY COPY OF THE U FORM NO. 85B I&IYES DNO OTHER EXPLAIN
FLUSHED BY INSTALLER OF UNDERGROUND
SPRINKLER PIPING I&IVES DNO
IF POWDER DRIVEN FASTENERS ARE USED IN DYES 1&1 NO IF NO, EXPLAIN NOT USED
CONCRETE, HAS REPRESENTATIVE SAMPLE
TESTING BEEN SATISFACTORILY COMPLETED?
BLANK TESTING NUMBER USED I LOCATIONS T NUMBER REMOVED
GASKETS 0
WELDED PIPING I&IYES DNO
II'VCC>
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES
COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? I&IVES DNO
WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN
COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 I&IVES DNO
DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED
QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISC ARE RETRIEVED, THAT
OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE
REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? I&lYES DNO
CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL
CUTOUTS (DISCS) ARE RETRIEVED? I&IYES DNO
HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN
DATA' I&IVES DNO
NAMEPLATE
REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: ~.,' ~rrr) +
NAME OF SPRINKLER CONTRACTOR: /
BROTHERS FIRE PROTECTION
_f1(J~ A TEST WITNESSED BY
~,~r f~7
IGNED)
SIGNATURES JLc;,,(/t'~ -
,,-
~ EOR ~KIJiIil!t'"O~R (SIGNED) ;;b~ ~x1Jc2D-7
~~. ..i ; I _ _L:l.
/ ,
ADDITIONAL EXPLANATION AND NOTES
16200 Eagle Creek Avenue S.E.
Prior Lake. MN 55372
July 26, 2006
Mr. Josh Ripplinger
Wold Architects and Engineerers
305 St.Peter St.
St. Paul, MN 55102
RE: Hidden Oaks Pool Addition building and site review
Following are the results of the preliminary plan review for the Hidden Oaks Pool Addition building and
site review. Our review was based on the Minnesota State Building Code (MSBC) which adopted with
amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota
Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC)
which adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the National
Fire Protection Association (NFP A).
1. Sht. C1.2: The parking lot total parking stall count is 163. Provide 6 accessible parking stalls.
Presently there are 3 existing stalls. MSBC 1341.0403, item E, subitem (1). One stall must be
van accessible. MSBC 1341.0403, item E, subitem (2).
2. Sht C1.2: Provide a 12' wide fire department fire apparatus, weight sustaining drive lane. Locate
a minimum distance away the height of the building.
3. Provide a temporary exiting plan for the main gym exit doors in the existing building for use
during construction.
4. Provide a signed Certificate of Survey.
5. Sht. AO.01 Building #2: one side open in lieu oftwo. Recalculate allowable area.
6. Sht. AO.01: Building #2: explain the quantity of 240 occupants from exterior exit. If this number
is incorrect, recalculate exiting from interior exit doors.
7. Sht. AO.01 Building #4: W= 27'-10" in lieu of30. Recalculate allowable area.
8. Sht. AO.01 Building #4: Recalculate number of occupants exiting from number 100 doors.
9. Sht. AO.01 Building #5: two sides open in lieu of three. Recalculate allowable area.
10. Rooms 115A and 115B: Provide MSDS sheets and quantities of hazardous materials stored.
11. Room 115A: Provide occupancy fire barrier walls. IBC 302.3.1 and 706.
--
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
12. Provide testing documentation indicating that exterior and interior walls meet two-hour fire
resistive construction for occupancy separations. IBC 703.
13. Provide description of portable accessible lift in Pool area.
14. Detail B7/A2.13: Provide 48" x 36" area on seat side of shower stall. MSBC 1341.0458,
Subpart 2.
15. Room 111: Provide detail of handrail in 4' access aisle of bleachers. Also see mc 1008.12.
This is a building and site review on the submitted plans dated June 14,2006. The Plumbing and HV AC
plan review is forthcoming. The site and building plans must be reviewed by the Cities Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance,
and Building Departments. The DRC must approve the site plans before a building permit can be issued.
If you have any questions call me at 952-447-9851.
Sincerely,
Robert D. Hutchins
Building Official
cc. Todd Iverson, Bossardt Corporation
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4646 Dakota Street S.E.
Prior Lake, MN 55372-1714
Engineering Department
MEMORANDUM
City of Prior Lake
17073 Adelmann 5t 5E
Prior Lake, MN 55372
TO:
Paul Baumgartner
FROM:
Nate Briese, Engineering Tech"
DATE:
Thursday, June 07, 2007
RE:
Hidden Oaks Pool Addition final items required from Engineering Dept.
Utility asbuilts
Final Grade inspection around new addition
Erosion control (stabilization of soils)
H'\memos\Hidden Oaks Pool Addition doc
www.cityofpriorlake.com
Phone 952.447.9800 / Fax 952.447.4245
Response: The new portion of the fire path will be widened to 12 feet via a
Proposal Request (PR) modification. A copy of the PR will be sent to the city.
A L cne r: cD Comment: Provide a temporary exiting plan for the main gym exit doors in
the existing building for use during construction.
Response: Reference the note on the attached revised code plan for the
temporary gym exiting strategy.
A,vY!'~ Comment: Provide a signed Certificate of Survey.
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ELGIN,IL
TROY, MI
DENVER, CO
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August 17, 2006
MINNESOTA OFFICE
305 ST. PETER STREET
ST. PAUL, MINNESOTA 55102
651.227.7773
FAX 651.223.5646
WWW.WOLDAE.COM
MAIL@WOLDAE.COM
Robert Hutchins
City of Prior Lake
16200 Eagle Creek Avenue Southeast
Prior Lake, Minnesota 55372-1714
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Re: Independent School District #719 - Hidden Oaks Pool Addition
Response to Building and Site Review
Commission No. 052054
Dear Mr. Hutchins:
The following are responses to the Building and Site Plan Review from the City
of Prior Lake.
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" _..,jE
Comment: Sht. C1.2: The parking lot total parking stall count is 163.
Provide 6 accessible parking stalls. Presently there are 3 existing stalls.
MSBC 1341.0403, item E, subitem (1). One stall must be van accessible.
MSBC 1341.0403, item E, subitem (2).
Response: The parking areas of the school will be seal-coated under the
scope of work for this project. Six (6) accessible stalls, inclu~n~ least one
(1) van accessible station, will be included in the re-striping la or these
parking areas.
Comment: Sht C1.2: Provide a 12' wide fIre department fIre apparatus,
weight sustaining drive lane. Locate a minimum distance away the height of
the building.
Response: A copy of a Certificate of Survey is attached.
Comment: Sht. AO.Ol Building #2: one side open in lieu of two. Recalculate
allowable area.
Response: Per past State interpretations under the UBC, a perimeter
percentage analysis was accepted to calculate the number of open sides.
Building #2 has 612 ' / 1169 ~ exceeding Y2 of the total perimeter needed for 2
sides to be considered open. Reference the clarified calculation on the
attached code plan.
WOLD ARCHITEC1S AND ENGINEERS
Letter to Robert Hutchins
Page Two
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IjCv ~ 6. Comment~ Sht. .AO.OI:. BUIldmg ~2: explam the quantity of?40 occupants
q1 u~ ~..-<' '..-' from extenor eXIt. If thIS number IS mcorrect, recalculate eXIting from
'. _. \'10 "AJJ,JJt# interior exit doors.
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/' taP Q; V\ J Comment: Sht. AO.OI Building #5: two sides open in lieu ofthree.
vv:- \ Recalculate allowable area.
" V l? / . Response: The three open sides for Butlding #5 was corrected on the
p c.....-.( &> (f-\, attached code plan, though the calculations were initially completed fo~
'\~ 0 I ~~&:o)~~o the calculations remain the some.
I ~.) . L."...,- ~ 1 r o. . Comment: Rooms 115A and 115B: Provide MSDS sheets and quantities of
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Response: Building #2 does not have an occupant exit load of 240. This load
is referencing one of the exit doors of the north gym.
.,I
Comment: Sht. AO.OI Building #4: W=27'-10" in lieu of30'. Recalculate
allowable area.
~
Respon,se: Reference the attached code plan for the revised area calculations
incorp~rating 27 '-JO II in lieu of 30-0".
Comment: Sht. AO.Ol Building #4: Recalculate number of occupants exiting
from number 100 doors.
Response:Reference the attached code plan for the revised occupant exit
load at number 100 doors.
Response: The hazardous materials chemical information and approximate
quantity to be stored will be forwarded to the City.
t
II. Comment: Room 115A: Provide occupancy fIre barrier walls. me 302.3.1
and 706.
Response: A fire barrier is not required based on the quantity of chlorine to
be stored per table 307.7-1 and 307. 7-2.
--12. Comment: Provide testing documentation indicating that exterior and
interior walls meet two-hour fIre resistive construction for occupancy
separations. me 703.
Response: The existing occupancy separation walls will be field verified to
ensure all penetrations, extents and openings meet the five restrictive
requirements. The existing wall assemblies, i.e. wall materials, were
designed to meet the requirements of a 2-hour firewall, and are accepted by
the State as a building separation.
WOLD ARCHITECTS AND ENGINEERS
, \
Letter to Robert Hutchins
Page Three
~ i13\ Comment: Provide description of portable accessible lift in Pool area.
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Response: The product date for the portable pool area lift will be submitted
when the bids are accepted and awarded.
Comment: Detail B7/A2.13: Provide 48" x 36" area on seat side of shower
stall. MSBC 1341.0458, Subpart 2.
Response: The shower stalls will be modified as required to meet the
Minnesota Building Code.
Comment: Room 111: Provide detail of handrail in 4' access aisle of
bleachers. Also see mc 1008.12.
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Response: This detail will be submitted when the bleacher contract is
awarded. Per the bleacher specification, the railings and bleacher
assemblies must meet all applicable state and local building codes.
Sincerely,
9-oL-F
Josh Ripplinger
Associate
Enclosure
cc: Dan Mehleis, ISD #719
Steve Kilmer, Bossardt
Todd Iverson, Bossardt
Scott McQueen, Wold
Eric Linner, Wold
Ursula Larson, Wold
TB/ISD _719/052054/aug06
WOLD ARCHITBGTS AND ENGINEERS
WglO
ST. PAUL, MN
ELGIN,IL
TROY, MI
DENVER, CO
August 17, 2006
MINNESOTA OFFICE
305 ST. PETER STREET
ST. PAUL, MINNESOTA 55102
651.227.7773
FAX 651.223.5646
Robert Hutchins
City of Prior Lake
16200 Eagle Creek Avenue Southeast
Prior Lake, Minnesota 55372-1714
WWW.WOLDAE.COM
MAIL@WOLDAE.COM
Re: Independent School District #719 - Hidden Oaks Pool Addition
Response to Building and Site Review
Commission No. 052054
Dear Mr. Hutchins:
The following are responses to the Building and Site Plan Review from th~ City
of Prior Lake.
1. Comment: Sht. C 1.2: The parking lot total parking stall count is 163.
Provide 6 accessible parking stalls. Presently there are 3 existing stalls.
MSBC 1341.0403, item E, subitem (1). One stall must be van accessible.
MSBC 1341.0403, item E, subitem (2).
Response: The parking areas of the school will be seal-coated under the
scope of work for this project. Six (6) accessible stalls, including at least one
(I) van accessible station, will be included in the re-striping plan for these
parking areas.
2. Comment: Sht C1.2: Provide a 12' wide fire department fire apparatus,
weight sustaining drive lane. Locate a minimum distance away the height of
the building.
Response: The new portion of the fire path will be widened to 12 feet via a
Proposal Request (PR) modification. A copy of the PR will be sent to the city.
3. Comment: Provide a temporary exiting plan for the main gym exit doors in
the existing building for use during construction.
Response: Reference the note on the attached revised code plan for the
temporary gym exiting strategy.
4. Comment: Provide a signed Certificate of Survey.
Response: A copy of a Certificate of Survey is attached.
5. Comment: Sht. AO.Ol Building #2: one side open in lieu of two. Recalculate
allowable area.
Response: Per past State interpretations under the UBC, a perimeter
percentage analysis was accepted to calculate the number of open sides.
Building #2 has 612'/ 1169 ~ exceeding h of the total perimeter needed for 2
sides to be considered open. Reference the clarified calculation on the
attached code plan.
WOLD ARCHITECTS AND ENGINEERS
Letter to Robert Hutchins
Page Two
6. Comment: Sht. AO.Ol: Building #2: explain the quantity of 240 occupants
from exterior exit. If this number is incorrect, recalculate exiting from
interior exit doors.
Response: Building #2 does not have an occupant exit load of 240. This load
is referencing one of the exit doors of the north gym.
7. Comment: Sht. AO.Ol Building #4: W=27'-10" in lieu of 30'. Recalculate
allowable area.
Response: Reference the attached cfJde .ohm for the rl:'vised area calculations
incorporating 27'-JO"in lieu of30-0".
8. Comment: Sht. AO.Ol Building #4: Recalculate number of occupants exiting
from number 100 doors.
Response:Reference the attached code plan for the revised occupant exit
load at number 100 doors.
9. Comment: Sht. AO.Ol Building #5: two sides open in lieu of three.
Recalculate allowable area.
Response: The three open sides for Building #5 was corrected on the
attached code plan, though the calculations were initially completed for only
two open sides, so the calculations remain the same.
10. Comment: Rooms l15A and l15B: Provide MSDS sheets and quantities of
hazardous materials stored.
Response: The hazardous materials chemical information and approximate
quantity to be stored will be forwarded to the City.
11. Comment: Room l15A: Provide occupancy fire barrier walls. mc 302.3.1
and 706.
Response: A fire barrier is not required based on the quantity of chlorine to
be stored per table 307.7-1 and 307. 7-2.
12. Comment: Provide testing documentation indicating that exterior and
interior walls meet two-hour fire resistive construction for occupancy
separations. mc 703.
Response: The existing occupancy separation walls will be field verified to
ensure all penetrations, extents and openings meet the five restrictive
requirements. The existing wall assemblies, i.e. wall materials, were
designed to meet the requirements of a 2-hour firewall, and are accepted by
the State as a building separation.
WOLD ARCHITECTS AND ENGINEERS
/
Letter to Robert Hutchins
Page Three
13. Comment: Provide description of portable accessible lift in Pool area.
Response: The product date for the portable pool area lift will be submitted
when the bids are accepted and awarded.
14. Comment: Detail B7/A2.13: Provide 48" x 36" area on seat side of shower
stall. MSBC 1341.0458, Subpart 2.
Response: The shower stalls will be modified as required to meet the
Minnesota Building Code.
15. Comment: Room 111: Provide detail of handrail in 4' access aisle of
bleachers. Also see mc 1008.12.
Response: This detail will be submitted when the bleacher contract is
awarded. Per the bleacher specification, the railings and bleacher
assemblies must meet all applicable state and local building codes.
Please contact me with any further questions or concerns.
Sincerely,
9~~
Josh Ripplinger
Associate
Enclosure
cc: Dan Mehleis, ISD #719
Steve Kilmer, Bossardt
Todd Iverson, Bossardt
Scott McQueen, Wold
Eric Linner, Wold
Ursula Larson, Wold
TB/ISD _719/052054/aug06
WOLD ARCHITECTS AND ENGINEERS
/